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RD&D-Programme 2004 - SKB

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<strong>Programme</strong><br />

See section 17.2.17.<br />

18.2.16 Dissolution/precipitation of impurities<br />

Natural impurities in the backfill material do not have any bearing on its long-term performance.<br />

On the other hand, engineering materials and forgotten materials can have an effect on the<br />

repository, especially those that remain in large quantities. There are two compilations of the<br />

materials that might be left behind in the repository /18-10, 18-11/.<br />

Conclusions in RD&D 2001 and its review<br />

The properties of low-pH cement and its effects on a final repository were discussed at an<br />

international meeting organized by <strong>SKB</strong>. The meeting concluded that there was a need for<br />

further development of low-pH materials for use in the final disposal of nuclear waste. Materials<br />

whose leachate has a pH lower than 11 are judged to have negligible effects on the buffer and<br />

the backfill.<br />

<strong>Programme</strong><br />

Grouts with relatively low pHs are being developed and tested in a project together with Posiva,<br />

see Chapter 10.<br />

The importance of engineering and forgotten materials will be analyzed within the framework<br />

of SR-Can.<br />

18.2.17 Colloid release/erosion<br />

The risk of erosion in the backfill is greatest if water flows in a gap or channel at the roof<br />

between the backfill and the rock, where the density of the backfill will be lowest. This can<br />

happen if there is a gap to begin with due to insufficient compaction or piping during the<br />

compaction phase due to high water pressure and heavy water inflow. When fully wetted, the<br />

backfill strives to expand and consolidate the boundary zone.<br />

Conclusions in RD&D 2001 and its review<br />

At the low density that will probably exist in the backfill at the tunnel roof, there is a risk that<br />

the expansion capacity of the backfill according to the repository’s specification will not be<br />

sufficient to maintain contact with the roof and upper walls in the tunnels, whereby the risk<br />

of erosion and considerable heterogeneity in the backfill remains. This can be avoided by<br />

backfilling with blocks with a higher bentonite content near the tunnel roof.<br />

Newfound knowledge since RD&D 2001<br />

The phenomenon of piping/erosion in the backfill may occur in the two Äspö projects Backfill<br />

and Plug Test and Prototype Repository. When these tests are terminated and excavated, it will<br />

presumably be possible to see whether the phenomenon has occurred and what its consequences<br />

are. Furthermore, an artificial water pressure gradient is being applied during the flow tests in<br />

the Backfill and Plug Test. The results will show whether piping has occurred.<br />

<strong>Programme</strong><br />

Piping and erosion for different backfill materials will also be studied within the project<br />

“Backfill and Closure of Tunnels and Rock Caverns”.<br />

238 RD&D-<strong>Programme</strong> <strong>2004</strong>

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